Providing and laying 32 mm dia MDPE Pipe with GI Special by tubewell various place at ward 08

32 mm MDPE Pipe 180+132+133+131+131+131+30+30+30+30=840

15 mm Nipple Gi 9 Inch 18*2+14*2+23*2+21*2+21*3+21*3=278

32 mm Tee Gi 20+16+25+25+25+25=136

25 mm Tee Gi 5+5+5+5+5+5=30

32x25 Bushing Gi 18+14+23+21+21+21=118

25 mm Bushinh Gi 18+14+23+21+21+21=118

25 mm Handle Ball Valve C.I. / Brass 6+6+6+6+6+6=36

25 mm Uniune Gi 5+5+5+5+5+5=30

32 mm Uniune GI 5+5+5+5+5+5=30

25 mm Koni Gi 6+6+6+6+6+6=36

15 mm Koni Gi 18*2+14*2+23*2+21*2+21*2+21*2=236

32 mm Saket Gi 2+2+2+2+2+2=12

25 mm Saket Gi 9+9+9+9+9+9=54

15mm Tap 20+16+25+23+23+23=130

Taphlon Tape 1.5 Inch 25+25+25+25+25+25=150

25 mm Hoj Nipple 20*2+16*2+25*2+25*2+25*2+25*2=272

25 mm Hose Clip 20*2+16*2+25*2+25*2+25*2+25*2=272

15 mm Pipe Clip 20*2+16*2+25*2+23*2+23*2+23*2=260

32 mm Coppler Joint MDPE 5+5+5+5+5+5=30

Labor charges for fixing delivery line from tube well including MDPE pipes / GI Special As Per Site Requirment, i/c labor and T&P plumber supervision charges, complete job from after testing, i/c transportation, backfilling with excavation material, complete work.

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Dismantling of cement concrete pavement i/c breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead upto 1000 meter, stacking serviceable and unserviceable materials separately and as per relevant clauses of section-200. UADD SOR Vol1 18.12

Shri Krishna Colony 1 180*.3*.3=16.2

Shri Krishna Colony 2 132*.3*.3=11.88

Sheetla Mata Mandir (Mangu Pahlwan Ka Wada) 133*.3*.3=11.97

Dholi Bakhal Naamdarpura 131*.3*.3=11.97

Sheetla Mata Aur Ramdev Ji Mandir Mochi Gali 131*.3*.3=11.97

Bhaiya Sahab Ki Gawadi 131*.3*.3=11.97

Shri Krishna Colony Gali No. 3 30*.3*.3=2.7

Hirwe Ji Parshad Sahab Wali Gali 30*.3*.3=2.7

Hirwe Ji Disk Wali Gali 30*.3*.3=2.7

Gyas Ka Wada 30*.3*.3=2.7

Providing and laying in position Plain cement concrete (PCC) of specified grade excluding the cost of centering and shuttering UADD SOR Vol1 18.14 Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate

Shri Krishna Colony 1 180*.3*.3=16.2

Shri Krishna Colony 2 132*.3*.3=11.88

Sheetla Mata Mandir (Mangu Pahlwan Ka Wada) 133*.3*.3=11.97

Dholi Bakhal Naamdarpura 131*.3*.3=11.79

Sheetla Mata Aur Ramdev Ji Mandir Mochi Gali 131*.3*.3=11.79

Bhaiya Sahab Ki Gawadi 131*.3*.3=11.79

Shri Krishna Colony Gali No. 2,3,4 244*.3*.3=21.96

Hirwe Ji Parshad Sahab Wali Gali 165*.3*.3=14.85

Hirwe Ji Disk Wali Gali 143*.3*.3=12.87

Gyas Ka Wada 195*.3*.3=17.55